From: Symmetric Equations for Evaluating Maximum Torsion Stress of Rectangular Beams in Compliant Mechanisms
t (mm)
w (mm)
t/w
L (mm)
E (GPa)
G (GPa)
Design 1
2
1
10
205
79.37
Design 2
1.16
3.45
0.336
Design 3
2.97
Design 4
2 .5
1.6
1.56
Design 5
2.5
0.64